Luccombe - Blackgang Isle of Wight (United Kingdom)
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EUROSION Case Study LUCCOMBE - BLACKGANG ISLE OF WIGHT (UNITED KINGDOM) Contact: Robin G. McINESS Isle of Wight Centre for Coastal Environment County Hall, Newport 59 PO Box 301UD Isle of Wight (UNITED KINGDOM) Tel: +44 198 385 60 52 Fax: +44 198 385 62 08 e-mail: [email protected] 1 EUROSION Case Study 1. GENERAL DESCRIPTION OF THE AREA The Isle of Wight lies off the South Coast of England. Its 110km dynamic coastline is extremely diverse in terms of its geology and geomorphology and its coastal zone has a high nature conservation value with numerous international, European and national designations. This has resulted in a long history of managing coastal issues and finding innovative ways to reconcile conflicting activities and view points within the coastal zone. The pilot zone to be studied is the Ventnor Undercliff. The Undercliff extends for 12 km along the south coast of the Isle of Wight from Luccombe in the east to Blackgang in the west. The town of Ventnor (population 7,000) is the main residential area, together with the villages of Luccombe, Bonchurch, St Lawrence, Niton and Blackgang. Fig. 1: Location map of the Ventor Undercliff area (Isle of Wight, UK). 1.1. Physical process level 1.1.1 Classification Sedimentary macrotidal (shingle beaches) The Ventnor Undercliff is a soft rock landslide complex. The landslides themselves form a zone some 500m to 750m in width. These are fronted by sea cliffs of variable height, ranging from 10 to 80m in elevation. 2 EUROSION Case Study Fig. 2: The Ventnor Undercliff – view Fig. 3: The Ventnor Undercliff – view East. West. 1.1.2 Geology The Ventnor Undercliff is formed within the Lower Cretaceous and Chalk outlier of the Island’s South Downs. Its unique form results from the operation of marine erosion upon a gently south eastward dipping interbedded sequence of clays and generally weak sandstones. Fig. 4: Geomorphological map of the Isle of Wight. Most of the offshore between St Catherine’s and western Ventnor consists of bouldery landslide debris but in several small bays there are accumulations of fine to coarse gravels and cobbles. At Ventnor, the beach is made up of relatively coarse sand. Between Wheeler’s Bay and Monks Bay there are boulders and small accumulations of shingle. Erosion of the cliff face along the Undercliff yields a mixture of clay, sand, marl, chert and chalk. 3 EUROSION Case Study 1.1.3 Morphology of the coast Blackgang to St. Catherine's: this unit as a whole has a history of landslide reactivation, related to complex feedbacks between rates of basal cliff erosion and the unloading of debris stones. Despite the intermittent delivery of large quantities of landslide debris to the foreshore, a lot of it boulder size, beach formation appears inhibited. The cliff toe therefore remains exposed to marine erosion. St Catherine's to Ventnor: this is the classic component of the Undercliff coast, developed in the full succession of the Lower Greensand, Gault Clay, Upper Greensand, and Chalk. A strongly defined free face in the Chalk and Upper Greensand provides a backscar to the landslip complex, which is made up of a number of terrace like features. Several large detached landslide blocks have proved more resistant to marine erosion and coincide with headlands. Intervening bays are cut into softer materials. Ventnor: at Ventnor various coast protection structures prevent cliff toe erosion along this frontage. The presence of seawalls along the Esplanade has inhibited beach accumulation. Although small, the beaches at Ventnor have shown relative stability in recent years. Wheeler's Bay to Monks Bay: between Wheeler's Bay, which is fully protected by a stepped wall, groynes and tetrapod defences, and Monks Bay, the coastal cliffs are developed in landslide material, but with some exposure of the sandrock. At Monks Bay there is a detached breakwater together with beach re-nourishment, cliff re-grading and stabilisation measures. The relief of the majority of the seabed around the island is fairly slight, with large areas effectively featureless. Offshore of the study area is an inclosed deep channel, St Catherine’s Deep, which is up to 80 m below the adjacent seabed. This is considered a relic valley, maybe an ancient estuary mouth as it is too deep to have been created by recent waves and tide. Fig. 5: Offshore bathymetry map of the Isle of Wight. 4 EUROSION Case Study 1.1.4 Physical processes Waves of exceptional energy have the capacity to move sediments from offshore sources. In the Ventnor beach area, net sand migration in the offshore zone would appear to be west to east, induced by wave action in combination with spring ebb and flood tide currents. Recent trends in sea level rise are most relevant. Tide gauge measurements provides estimations from 2.0mm/yr to 4.0-5.0mm/yr. A combined future rate of sea-level rise of 6mm/yr, equivalent to the DEFRA south coast allowance is applicable to the Island generally, although the Solent shores may experience more rapid rates due to local subsidence. Future sea level rise is likely therefore to be more rapid than any rates recorded for this region over the past 5,000-6,000 years and has serious implications for shoreline management. Fig. 6: Tidal currents and wave energy impact on the coast of the Isle of Wight. 1.1.5 Erosion Sediment input in the study area was almost entirely derived from Cretaceous sands, silts and clays. There is a very limited fluvial input to the system from 4 rivers along the south coast totally less than 100m3/yr of fine sediment. The total supply rate is in the order of 120,000m3/yr. The erosion over a period of 75 years, considering the predicted retreat “without defences”, varies between 60m and 180m. Fine sediments are transported offshore, coarse material may remain within the confines of each bay. Generally, the pocket beaches within the coves and bays along the study frontage exhibit easterly drift. The causes of erosion are due to: south-westerly storm waves and coastal landsliding. Most of the frontage between Ventnor and Monks Bay has been protected over the past 100 years and cliff recession is now too slow to be measured accurately. Mean pre-protection 5 EUROSION Case Study recession of 0.43m per year recorded between 1866 and 1909 indicated the possible cliff behaviour should defences be removed. Fig. 7: Sediment transport – inputs, pathways, stores and sinks – of the Isle of Wight. 1.2. Socio-economic aspects 1.2.1 Population rate The permanent population of Ventnor and the Undercliff is 7000 inhabitants. 1.2.2 Major functions of the coastal zone Transports: the principle road A3055, which continues round the whole of the coastline of the Isle of Wight, runs from east to west through Bonchurch, Ventnor and Niton to Blackgang and on to the West Wight. A second important road, B3327 Newport Road, leads from the town of Ventnor to Newport. A railway line extended down the east coast of the Island from Ryde to Ventnor up until 1966 but, as a result of cuts in the rail programme at that time, the route terminated at Shanklin four miles to the north of the town of Ventnor. The main roads through the Undercliff are affected by the combined effects of coastal erosion and ground instability at several locations and remedial works are currently in progress to re- open the main road between Ventnor and Niton. Tourism: Ventnor has a popular bathing beach where boating and fishing are encouraged. A number of other tourist attractions are located within and around Ventnor. The beach at Ventnor is a relatively popular traditional beach with an esplanade and beach activities centring around swimming, surfing, and beach fishing. 6 EUROSION Case Study Ships and ports: up until 1993 there was a pier at Ventnor but this has been closed for a number of years prior to then because of its poor structural conditions. The pier was demolished in 1993 following a fire. It is proposed to construct a small fair weather yacht haven at Ventnor. The harbour will fulfil both commercial and amenity purposes. Fisheries and aquaculture: there is a small commercial fishing operation that operates from Ventnor beach. This business consists of a small shop on the seafront and a fleet of two 20ft boats. Urbanisation: the town of Ventnor is the main urbanised area in this study area. Either side of this town are the settlements of Bonchurch and St. Lawrence which are semi-urbanised areas and provide a transition between the town and areas of open countryside. Water management: the EC Bathing Water Directive and Waste Water Directive set out minimum standards for the quality of bathing waters and sewage disposal into the sea. Sewage in the Ventnor area is collected into a sewage transfer station holding tank located beneath an observation platform on Ventnor seafront and then is pumped up through the town to a new treatment works and long sea outfall at Sandown. 1.2.3 Land uses Many parts of the Undercliff have remained relatively stable and support a mix of landuses including towns and villages. The Bonchurch Landslips are designated SSSI and form part of the Solent and Isle of Wight maritime CSAC, because of the vegetated sea cliffs. The site is of value both for its flora and fauna and the geomorphological interest of its mass movement features. The whole of the coastline between St Catherine's Point and Ventnor was found to be of entomological interest, in a report commissioned by the Nature Conservancy Council in 1991.